Responsible for design of a permanent secant pile wall for a parking basement. Assessment of deformations for a temporary free sheet pile wall supported by a berm during excavation of the basement. Strength- and deformation parameters derived from supplementary boreholes with SPT-tests. Redesign of temporary support of free sheet pile walls when removing berm.
Location: Denmark, Køge, Torvebyen
Client: M. J. Eriksson A/S
Years: 2010 - 2013
Assessment of settlementsExcavation pits